JPS60206545A - Manufacture of pillar material - Google Patents

Manufacture of pillar material

Info

Publication number
JPS60206545A
JPS60206545A JP6453384A JP6453384A JPS60206545A JP S60206545 A JPS60206545 A JP S60206545A JP 6453384 A JP6453384 A JP 6453384A JP 6453384 A JP6453384 A JP 6453384A JP S60206545 A JPS60206545 A JP S60206545A
Authority
JP
Japan
Prior art keywords
large diameter
tube
thick
tapered
straight pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP6453384A
Other languages
Japanese (ja)
Other versions
JPH0518659B2 (en
Inventor
Arata Komitsu
好光 新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP6453384A priority Critical patent/JPS60206545A/en
Publication of JPS60206545A publication Critical patent/JPS60206545A/en
Publication of JPH0518659B2 publication Critical patent/JPH0518659B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D41/00Application of procedures in order to alter the diameter of tube ends
    • B21D41/02Enlarging

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To manufacture a pillar material that constitutes a junctional part to which a beam can be welded easily by making a centrifugal cast tube which is a thick large diameter part an end side of linear tube part of which is bulged out to outside a material tube, and reducing the thick large diameter part by drawing and forming to a pillar material. CONSTITUTION:A material tube 10 having a thick large diameter part 12 bulged out to outside through a tapered part 13 on an end of a linear tube part 11 having the same inner diameter with the thick large diameter part is made by centrifugal casting. The thick large diameter part 12 and tapered part 13 of the centrifugal cast tube 10 is drawn by a press etc. to reduce the thick large diameter part 12 and tapered part 13, and inner face is bulged out to inside. At the same time, outer face is formed to a flat plane 22, and a pillar material 20 having a tapered part 23 between the linear tube part 11 and the plane 22. By welding the flat plane 22 sides of the pillar material 20, a joint part to which a beam can be welded easily can be constituted.

Description

【発明の詳細な説明】 本発明は鉄骨構造物等の柱材の製造法に関する。[Detailed description of the invention] The present invention relates to a method of manufacturing column materials for steel structures and the like.

鉄骨構造物における円管柱の梁接合部(仕口部)は、所
要の仕口剛性確保のために、厚内に形成され、あるいは
環状突起が設けられる。第8図は、円管(45,45)
と、仕口部となるべき厚肉の円管(46)とを管端面の
突合せ溶接により接合して組立柱とし、その厚肉円管(
46)の外面に梁(42)を溶接接合するようにした例
であり、第9図は、環状突起(47)を有する円管(4
8)同士を溶接接合して組立柱とし、その環状突起(4
7,47)に梁(42)のフランジ(42・l、42・
1)を当てがって溶接接合するようにした例である。
Beam joints (joint parts) of cylindrical columns in steel structures are formed to be thick or provided with annular protrusions in order to ensure required joint rigidity. Figure 8 shows circular pipes (45, 45)
and a thick-walled circular pipe (46) that will become the joint part are joined by butt welding of the pipe end faces to form an assembled column, and the thick-walled circular pipe (46)
This is an example in which a beam (42) is welded to the outer surface of a circular pipe (46), and FIG.
8) Weld them together to form an assembled column, and its annular protrusion (4
7, 47) and the flange (42・l, 42・) of the beam (42).
This is an example in which welding is performed by applying 1).

上記第8図の柱は、円管(45) 、(46)として引
抜鋼管や溶接鋼管などを用いて組立られるが、仕口部を
なす厚肉円管(46)とその両側の円管(45,45)
の肉厚が溶接接合部(W)を境にして急激に変化するた
め、使用状態において応力集中、局部変形による耐力低
下等が生じ易い欠点がある。
The pillar shown in Fig. 8 above is assembled using drawn steel pipes, welded steel pipes, etc. as the circular pipes (45) and (46), but the thick-walled circular pipe (46) forming the joint part and the circular pipes on both sides thereof ( 45,45)
Since the wall thickness of the welded joint (W) changes rapidly at the welded joint (W), there is a drawback that stress concentration and a decrease in proof strength due to local deformation are likely to occur during use.

また、応力集中のネックとなる部分に溶接線が2本もあ
ることは好ましくないことである。
Furthermore, it is undesirable that there are two weld lines in a portion that causes stress concentration.

一方、環状突起(4−7,47)を有する柱の組立てに
使用される円管(48)としては遠心力鋳造管が用いら
れる。第10図にその鋳造方案を示す。(1)は鋳型で
あり、その内面の一端側には大径部(7)が設けられて
いる。(8)は大径部(7)に嵌装されたライナーであ
り、ライナー(8)の段差部壁面(81)と大径部(7
)の段差部壁面(71)とで、鋳型内周面を一巡する環
状溝(9)が画成されている。なお、(5,5)は鋳型
両端開口部に嵌着された湯止め用バンド(端板)である
On the other hand, a centrifugally cast tube is used as the circular tube (48) used to assemble the column having the annular projections (4-7, 47). Figure 10 shows the casting method. (1) is a mold, and a large diameter portion (7) is provided on one end side of the inner surface of the mold. (8) is a liner fitted into the large diameter part (7), and the step wall surface (81) of the liner (8) and the large diameter part (7)
) and the step wall surface (71) define an annular groove (9) that goes around the inner peripheral surface of the mold. Note that (5, 5) are hot water stopper bands (end plates) fitted to the openings at both ends of the mold.

該鋳型(1)を、その中心線を回転軸心として回転させ
ながら溶鋼を鋳込むと、遠心力の作用下に図示のように
、環状溝(9)にて形成される環状突起(47)を有す
る円管(48)かえられる。
When molten steel is poured into the mold (1) while rotating about its center line, an annular protrusion (47) is formed in an annular groove (9) under the action of centrifugal force as shown in the figure. The circular tube (48) with

遠心力鋳造法は大量生産に適しており、組立柱構成ユニ
ットとしての円管(柱材)を安価に製造することができ
る。また、その円管を構成ユニットとして組立てられた
柱は、仕口部における溶接線(W)が1本だけであるか
ら、前記第8図の柱に比し強度的にも有利である。
The centrifugal force casting method is suitable for mass production, and can manufacture circular tubes (column materials) as assembled column constituent units at low cost. Furthermore, since the column assembled using the circular tube as a constituent unit has only one weld line (W) at the joint, it is advantageous in terms of strength compared to the column shown in FIG. 8.

しかしながら、前記鋳造方案による遠心力鋳造において
は、環状溝(9)を形成するための鋳型の組立てに煩瑣
な手間を要し、生産性が極めて悪いうえに、ライナー(
8)や鋳型大径部(7)の段差部壁面(81) 、(7
1)に鋳造時の熱応力による変形・割れが生じ易く、耐
用寿命が短い。しかも、仕口部に必要な環状突起(47
,47)の位置、突起の間隔や突出高さ等は柱の設計に
応じてそのつど変るものであるから、その図面が決定す
るまで、鋳型やライナーの製作に着手することができず
、従って納期の対応に著しい困難を伴なう等の欠点があ
る。
However, in the centrifugal casting according to the above-mentioned casting method, the assembly of the mold for forming the annular groove (9) requires a lot of time and effort, and the productivity is extremely low.
8) and the step wall surface (81) of the large diameter part of the mold (7), (7)
1) Deformation and cracking are likely to occur due to thermal stress during casting, resulting in a short service life. Moreover, the annular protrusion (47
, 47), the spacing of the protrusions, the protrusion height, etc., change each time depending on the design of the column, so it is not possible to start manufacturing the mold or liner until the drawings are finalized. There are drawbacks such as significant difficulty in meeting delivery dates.

また、上記従来の柱の仕口部は、その上下の直管部の表
面よりも外方へ膨出している形状を有するので、仕口部
の膨出面の全体が梁(42)で被蔽されるような場合は
ともかく、部分的に、例えば2方向または3方向にのみ
梁が接合される場合は、梁が接合された部分以外の膨出
面は露出したまま直接視覚されることになり、外観の不
体裁を免れない。
In addition, since the joint part of the conventional column has a shape that bulges outward from the surfaces of the straight pipe parts above and below, the entire bulging surface of the joint part is covered with the beam (42). Regardless of the case, if the beams are joined only partially, for example in two or three directions, the bulging surfaces other than the joined parts of the beams will remain exposed and can be seen directly. You can't escape the unsightly appearance.

更に、従来の柱の仕口部は、断面外形状が円形であるか
ら、梁を溶接接合するに際しては、梁の端面に、仕口部
の凸周面と一致するように円弧状 1開先を形成しなけ
ればならない。このような凸周面の仕口部への梁の溶接
組立て作業は極めてめんどうな作業であり、生産性も非
常に悪い。
Furthermore, since the joint part of a conventional column has a circular external cross-sectional shape, when joining the beam by welding, an arc-shaped groove is formed on the end face of the beam so as to match the convex circumferential surface of the joint part. must be formed. Welding and assembling the beam to the joint portion of the convex peripheral surface is extremely troublesome work, and the productivity is also very low.

本発明は円管柱に関する上記問題を解決したものであり
、第1図に示されるように、直管部(11)の一端側に
、内面が内方に膨出しており、外面に、直管部の延長円
周面の内側に含まれる平面(22)を有する厚肉縮径部
(21)がテーパ部(25)を介して形成されている柱
材の製造法を提供する。
The present invention solves the above-mentioned problem regarding the cylindrical column, and as shown in FIG. Provided is a method for manufacturing a column material in which a thick-walled reduced diameter portion (21) having a flat surface (22) included inside an extended circumferential surface of a tube portion is formed via a tapered portion (25).

本発明の柱材の製造方法は、直管部の一端側に外方へ膨
出する厚肉大径部を有する遠心鋳造管を素管とし、その
厚肉太径部を絞り加工することにより縮径して上記形状
を有する柱材を得るものである。
The method for manufacturing the column material of the present invention is to use a centrifugally cast pipe having a thick walled large diameter portion that bulges outward at one end of the straight pipe portion as a blank pipe, and to draw the thick walled large diameter portion. A column material having the above shape is obtained by reducing the diameter.

以下、本発明について詳しく説明する。The present invention will be explained in detail below.

本発明において素管として使用される遠心鋳造管は、第
2図に示されるように、直管部(11)の一端側に、テ
ーパ部(13)を介して、外方へ膨出する厚肉大径部(
12)を有している。直管部(11)と厚肉大径部(1
2)の内径は同一であって、テーパ部(13)は内周面
(14)と外周の円錐面をなすテーパ面(15)にて画
成されている。
As shown in FIG. 2, the centrifugally cast pipe used as the raw pipe in the present invention has a thickness that bulges outward through a tapered part (13) at one end side of a straight pipe part (11). Meat large diameter part (
12). The straight pipe part (11) and the thick large diameter part (1
2) have the same inner diameter, and the tapered portion (13) is defined by an inner circumferential surface (14) and an outer circumferential tapered surface (15) that is a conical surface.

上記遠心鋳造管(10)は第3図に示す鋳造方案により
鋳造される。(1)は遠心鋳造鋳型であり、(2)は鋳
型内の直管形成部、(3)は大径部、(4)はテーパ面
である。鋳型(1)の両端開口部には端板(5,5)が
嵌着されており、鋳型の中心軸を回転中心とする回転駆
動下に、端板(5)の注湯孔(6)から鋳型内に所定量
の溶鋼を鋳込み、遠心力の作用により鋳型内壁面にそっ
て所定の層厚の溶湯シリンダ(10’ )を形成して凝
固させれば、第2図に示すごとき形状の鋳造管が得られ
る。
The centrifugal casting tube (10) is cast according to the casting method shown in FIG. (1) is a centrifugal casting mold, (2) is a straight pipe forming part in the mold, (3) is a large diameter part, and (4) is a tapered surface. End plates (5, 5) are fitted into the openings at both ends of the mold (1), and the pouring hole (6) of the end plate (5) is rotated about the central axis of the mold. A predetermined amount of molten steel is poured into a mold, and by the action of centrifugal force, a cylinder (10') of molten metal with a predetermined layer thickness is formed along the inner wall of the mold and solidified, resulting in a shape as shown in Figure 2. A cast tube is obtained.

ついで、上記遠心鋳造管(10)を素管とし、その厚肉
大径部(12)およびテーパ部(13)にプレスまたは
ロール等による絞り加工を施す。素管(10)の絞り加
工は、鋳型から引抜いた後の鋳造のままの状態で行われ
ることもあり、あるいはその後の焼ならし処理等の熱処
理が施された状態で行われることもある。この絞り加工
により、素管の厚肉大径部(12)およびテーパ部(1
3)を縮径し、第1図に示すように、所要の肉厚を保持
しながら、内面を内方へ膨出させるとともに、外面に平
面(22)を形成する。平面(22)は、直管部(11
)の円周面の延長面の内側に含まれるように形成される
。また、その絞り加工においては、平面(22)を有す
る厚肉縮径部(21)と直管部(11)の外面の段差の
急激な変化をさけるために、厚肉縮径部(21)と直管
部(11)との間の外面にテーパ面(23)を形成せし
める。なお、内面のテーパ面(24)は絞り加工による
縮径の過程で形成される。このテーパ面(23)と(2
4)とで厚肉縮径部(21)と直管部(11)との間に
テーバ部(25)が与えられる。
Next, the centrifugally cast tube (10) is used as a blank tube, and its thick large diameter portion (12) and tapered portion (13) are subjected to drawing processing using a press, a roll, or the like. The drawing process of the raw pipe (10) may be performed in the as-cast state after being pulled out from the mold, or may be performed in the state where it has been subjected to subsequent heat treatment such as normalizing treatment. Through this drawing process, the thick large diameter part (12) and the tapered part (1
3) is reduced in diameter, and as shown in FIG. 1, the inner surface is bulged inward while maintaining the required thickness, and a flat surface (22) is formed on the outer surface. The plane (22) is the straight pipe part (11
) is formed so as to be included inside the extended surface of the circumferential surface. In addition, in the drawing process, in order to avoid a sudden change in the level difference between the outer surfaces of the thick-walled reduced-diameter portion (21) having a flat surface (22) and the straight pipe portion (11), the thick-walled reduced-diameter portion (21) is A tapered surface (23) is formed on the outer surface between the straight pipe portion (11) and the straight pipe portion (11). Note that the inner tapered surface (24) is formed in the process of diameter reduction by drawing. These tapered surfaces (23) and (2
4), a tapered portion (25) is provided between the thick diameter reduced portion (21) and the straight pipe portion (11).

第4図に素管の絞り加工により得られた柱材の例を示す
。厚肉縮径部(21)は4つの平面(22)からなるほ
ぼ矩形の外形状を有している。平面と平面の間の隅部(
26)は図示のように周方向に湾曲する曲面であってよ
い。厚肉縮径部(21)の平面(22)は梁が接合され
る面であり、従って厚肉縮径部(21)は、接合される
べき梁の本数に応じた数の平面を有する任意の多角形状
に形成される。
Figure 4 shows an example of a column material obtained by drawing a raw pipe. The thick-walled reduced diameter portion (21) has a substantially rectangular outer shape consisting of four planes (22). Corner between planes (
26) may be a curved surface that curves in the circumferential direction as shown in the figure. The plane (22) of the thick reduced diameter part (21) is the surface to which the beams are joined, and therefore the thick reduced diameter part (21) is an arbitrary plane having a number of planes corresponding to the number of beams to be joined. It is formed into a polygonal shape.

第5図は2つの平面(22)を形成し、それ以外の部分
は周方向に湾曲する円弧面(27)である厚肉縮径部(
21)を有する柱材の例である。梁の接合方向によって
は、2つの平面(22)が直角2方向に形成されること
もある。また、梁の接合本数が1本である場合には、厚
肉縮径部の一部分のみを平面とし、それ以外の部分は円
弧面に形成すればよい。なお、上記の例における平面と
平面の間の隅部の曲面(26)や円弧面(27)は、直
管部(11)の延長周面の内側に含まれるか、あるいは
延長周面とほぼ一致するように形成することが望ましい
が、使用状態での美観が損なわれない範囲内で、延長周
面より外方へ突出していてもよい。また、隅部の曲面(
26)や円弧面(27)と直管部(11)の内周面の間
に段差がある場合は、テーパ面(28)を形成すればよ
い。
Fig. 5 shows a thick-walled reduced diameter part (
21) is an example of a pillar material having the following. Depending on the joining direction of the beams, two planes (22) may be formed in two directions at right angles. Further, when the number of beams to be connected is one, only a portion of the thick-walled diameter-reduced portion may be formed into a flat surface, and the other portion may be formed into an arcuate surface. In addition, the curved surface (26) and the circular arc surface (27) at the corner between the two planes in the above example are included inside the extended circumferential surface of the straight pipe part (11), or are almost the same as the extended circumferential surface. Although it is desirable to form them so that they coincide with each other, they may protrude outward from the extended circumferential surface within a range that does not impair the aesthetic appearance in use. In addition, the curved surface of the corner (
26) or when there is a step between the circular arc surface (27) and the inner peripheral surface of the straight pipe portion (11), a tapered surface (28) may be formed.

上記柱材(20)を必要な本数準備し、これをユニット
として厚肉縮径部(21)の側の端面同士お芥 よび直管部(11)側の端面同士を溶接接合することに
より柱として組立てられる。第6図はそのようにして製
作された組立柱(40)の仕口部(41)に梁(42)
を接合した例を示す。梁(42)は仕口部(41)の各
平面(22)のそれぞれに接合されている。また、仕口
部(2工)における溶接線(W)は1本だけである。
The necessary number of the above-mentioned pillar materials (20) are prepared, and these are assembled into a unit by welding the end faces on the thick wall reduced diameter part (21) side together and the end faces on the straight pipe part (11) side. It is assembled as. Figure 6 shows a beam (42) attached to the joint part (41) of the assembled column (40) manufactured in this way.
An example of joining is shown below. The beam (42) is joined to each plane (22) of the joint part (41). In addition, there is only one weld line (W) in the joint part (second work).

本発明方法によれば、遠心鋳造管を素管とし、その一部
に絞り加工による簡単な成形加工を施すことにより組立
柱のユニットとしての柱材が得られるので、引抜鋼管等
を使用する製造法に比し安価である。しかも、素管の遠
心鋳造に使用される鋳型の内面形状は、直管形成部(2
)と大径部(3)とその間の傾斜面(4)とで画成され
る比較的単純な形状であり、前記第10図のような複雑
な鋳造方案を必要としないので、鋳型の組立の煩わしさ
や鋳型の早期損傷等の問題もない。
According to the method of the present invention, a column material as a unit of an assembled column can be obtained by using a centrifugally cast tube as a blank tube and subjecting a part thereof to a simple forming process by drawing. It is cheaper than the method. Moreover, the inner shape of the mold used for centrifugal casting of raw pipes is different from the straight pipe forming part (2
), the large-diameter part (3), and the inclined surface (4) between them, and it has a relatively simple shape, and does not require a complicated casting method as shown in Fig. 10, so mold assembly is easy. There are no problems such as troublesome process or early damage to the mold.

また、本発明による柱材をユニットとして組立てられる
柱は、仕口部が絞り加工によって直管部の外径よりも縮
径された形状を有し仕口部の外面と直管部の外面との段
差はごくわずかであるので、従来の柱のように外方へ膨
出した外形状の仕口部を存するものに比し、使用状態に
おける美観にすぐれている。しかも、その仕口部は、所
要の肉厚を有するとともに厚肉部から直管部にかけての
肉厚が漸変しており、そのうえ仕口部における溶接線は
1本だけであるから、強度面でもすぐれている。
In addition, in a column in which the column material according to the present invention is assembled as a unit, the joint part has a shape smaller in diameter than the outside diameter of the straight pipe part by drawing, and the outer surface of the joint part and the outer surface of the straight pipe part are connected to each other. Since the difference in level between the pillars is very small, the pillars are more aesthetically pleasing when in use compared to conventional pillars that have external joints that bulge outward. Moreover, the joint part has the required wall thickness, and the thickness gradually changes from the thick wall part to the straight pipe part, and there is only one weld line at the joint part, so it is not strong. But it's excellent.

また、仕口部の梁接合部は平面であるから、梁の端面開
先形状は直線状であってよく、従来の柱に梁を接合する
場合のように仕口部の凸曲面に合せて円弧状開先を形成
する必要がない。従って、柱と柱の間への梁の介装・組
立作業が容易であると同時に、溶接作業も容易である。
In addition, since the joint part of the beam at the joint part is flat, the end face groove shape of the beam may be linear, and it can be adjusted to the convex curved surface of the joint part, as in the case of joining a beam to a conventional column. There is no need to form an arcuate groove. Therefore, it is easy to insert and assemble beams between columns, and at the same time, welding work is also easy.

更に、本発明により製造される柱材はビル等の柱材とし
てのみならず、海洋構造物(例えば、護岸・防波堤、棧
橋、離岸堤、養殖用係留施設)を構築するだめの、コン
クリートブロックと組合せて使用される杭材として使用
される。殊に、近時注目されている杭打連続ブロノクエ
法(PBS工法)が適用される場合の杭材として有用で
ある。
Furthermore, the pillar materials manufactured by the present invention can be used not only as pillar materials for buildings, etc., but also as concrete blocks for constructing marine structures (e.g., sea walls, breakwaters, bridges, off-shore breakwaters, mooring facilities for aquaculture). Used as pile material in combination with. In particular, it is useful as a pile material when the continuous pile driving Bronoque method (PBS method), which has been attracting attention recently, is applied.

このPBS工法は、第7図に示すように抗(20)の下
部において、PC@線(51)に懸吊されたくさび受け
(52)に、円錐台形状の内くさび(53)と、その外
周面に一致する傾斜内周面を有する外くさび(54)と
を重ねてなる格点装置を装着し、そのくさびの上にコン
クリートブロック(55)を重ねていく工法であり、重
ねられるコンクリートブロックの自重によりくさび効果
が徐々に働き、所定のコンクリートブロックがセットさ
れたのちPC鋼線を緊張させると、ブロックと杭とが一
体構造となるものである。この場合の抗(20)の格点
部は応力集中部であるから、それに耐え得るように他の
部分よりも厚肉であることを要し、またその部分が円柱
状であるよりも複数の平面からなる多角形状である方が
、はるかに強いくさび効果を生じさせることができる。
As shown in Fig. 7, this PBS construction method includes a truncated conical inner wedge (53) and a wedge receiver (52) suspended from a PC @ wire (51) at the bottom of the shaft (20). This is a construction method in which a concrete block (55) is stacked on top of an outer wedge (54) having an inclined inner circumferential surface that matches the outer circumferential surface, and a concrete block (55) is stacked on top of the wedge. A wedge effect gradually works due to its own weight, and when the predetermined concrete block is set and the PC steel wire is tensed, the block and pile become an integral structure. In this case, the point part of resistor (20) is a stress concentration part, so it needs to be thicker than other parts to withstand it, and it is necessary to have multiple parts rather than a cylindrical part. A polygonal shape made of planes can produce a much stronger wedge effect.

この点からも本発明により多角形状の厚肉部が形成され
た柱材はPBS工法工法用色材て好適である。
From this point of view as well, the column material in which polygonal thick-walled portions are formed according to the present invention is suitable as a coloring material for the PBS construction method.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による絞り加工後の柱材の形状を模式的
に示す一部切欠正面図、第2図は本発明に使用される素
管を例示する一部切欠正面図、第3図は素管の遠心鋳造
方案を示す軸方向断面図、第4図、第5図は本発明によ
り得られた柱材を例示する斜視図、第6図は本発明によ
り得られた柱材をユニットとして組立てられた柱の使用
状況を例示する斜視図、第7図は本発明により得られた
柱材の他の使用態様を例示する断面図、第8図、第9図
は従来の柱の仕口部を示す一部切欠正面図、第10図は
従来の柱材の遠心鋳造方案を示す断面図である。 1:遠心鋳造鋳型、2:直管形成部、3:大径部、10
:素管(遠心鋳造管)、11:直管部、12:厚肉大径
部、13:テーバ部、20:本発明の柱材、21:厚肉
部、22:平面、25:テーバ部、40:組立柱、41
:仕口部、42:梁、W:溶接線。 代理人 弁理士 宮崎新へ部
Fig. 1 is a partially cutaway front view schematically showing the shape of the column material after drawing according to the present invention, Fig. 2 is a partially cutaway front view illustrating the raw pipe used in the present invention, and Fig. 3 4 and 5 are perspective views illustrating the column material obtained by the present invention, and FIG. 6 is a unit view of the column material obtained by the present invention. FIG. 7 is a cross-sectional view illustrating another usage of the column material obtained by the present invention, and FIGS. 8 and 9 show the specifications of a conventional column. FIG. 10 is a partially cutaway front view showing the mouth portion, and a sectional view showing a conventional centrifugal casting method for pillar materials. 1: Centrifugal casting mold, 2: Straight pipe forming part, 3: Large diameter part, 10
: Raw pipe (centrifugally cast pipe), 11: Straight pipe part, 12: Thick walled large diameter part, 13: Tapered part, 20: Pillar material of the present invention, 21: Thick walled part, 22: Plane, 25: Tapered part , 40: Assembly column, 41
: Shiguchi part, 42: Beam, W: Welding line. Agent Patent Attorney Arata Miyazaki Department

Claims (1)

【特許請求の範囲】[Claims] (1)直管部の一端側に、内面が内方へ膨出しており、
外面に直管部の延長円周面の内側に含まれる平面を有す
る厚肉縮径部がテーパ部を介して形成されている柱材の
製造法であって、直管部の一端側にテーパ部を介して外
方へ膨出する厚肉太径部を有する遠心鋳造管を素管とし
、その厚肉太径部およびテーパ部を絞り加工することに
より、所要の肉厚を保ちながら縮径して、内面を内方へ
膨出させるとともに、その外面に平面を形成することを
特徴とする柱材の製造方法。
(1) The inner surface bulges inward at one end of the straight pipe,
A method for manufacturing a column material in which a thick-walled reduced diameter part having a flat surface included inside an extended circumferential surface of a straight pipe part is formed on the outer surface via a tapered part, the tapered part being formed on one end side of the straight pipe part. A centrifugally cast tube with a thick wall and large diameter section that bulges outward through the tube is used as the blank tube, and by drawing the thick wall and large diameter section and the tapered section, the diameter can be reduced while maintaining the required wall thickness. A method for manufacturing a column material, characterized in that the inner surface is bulged inward and a flat surface is formed on the outer surface.
JP6453384A 1984-03-30 1984-03-30 Manufacture of pillar material Granted JPS60206545A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6453384A JPS60206545A (en) 1984-03-30 1984-03-30 Manufacture of pillar material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6453384A JPS60206545A (en) 1984-03-30 1984-03-30 Manufacture of pillar material

Publications (2)

Publication Number Publication Date
JPS60206545A true JPS60206545A (en) 1985-10-18
JPH0518659B2 JPH0518659B2 (en) 1993-03-12

Family

ID=13260953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6453384A Granted JPS60206545A (en) 1984-03-30 1984-03-30 Manufacture of pillar material

Country Status (1)

Country Link
JP (1) JPS60206545A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016035166A (en) * 2014-08-04 2016-03-17 ナカジマ鋼管株式会社 Steel-pipe column and method of manufacturing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016035166A (en) * 2014-08-04 2016-03-17 ナカジマ鋼管株式会社 Steel-pipe column and method of manufacturing the same

Also Published As

Publication number Publication date
JPH0518659B2 (en) 1993-03-12

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